Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider bothpositive and negative). The ground reactions and the shear-force diagram are provided.M= 12 kN-mAy = 3.37 kNDy = 32.63 kN| 15 kNM7 kN/mВCDE4 m4 m4 m3 m21AyAyA,A,-15A,-15O 23.3 kN-mO 26.1 kN-mO 19.7 kN-mO 31.56 kN-m29.6 kN-mUnits: kN

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Answered: 3.37 kN 32.63 kN | 15 kN M 7 kN/m B |C…

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter6: Stresses In Beams (advanced Topics)

Section: Chapter Questions

Problem 6.5.6P: The Z-section of Example D-7 is subjected to M = 5 kN · m, as shown. Determine the orientation of...

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The Z-section of Example D-7 is subjected to M = 5 kN · m, as shown. Determine the orientation of the neutral axis and calculate the maximum tensile stress c1and maximum compressive stress ocin the beam. Use the following numerical data: height; = 200 mm, width ft = 90 mm, constant thickness a = 15 mm, and B = 19.2e. Use = 32.6 × 106 mm4 and I2= 2.4 × 10e mm4 from Example D-7
Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). The ground reactions and the shear-force diagram are provided. M = 13 kN-m Ay = 3.46 KN Dy Units: KN = 32.54 kN M 4 m 29.5 kN-m 43.3 kN-m 25.8 kN-m O 22.9 kN-m 31.48 kN-m B Ay 4 m 15 kN C Ay 4 m Ay-15 7 kN/m D 3 m 21 Ay-15 E X
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3 For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. V = 9 kN, V2 = 9 kN, V3 = 200 mm, and V4 = 1100 mm. ATAT-V3 Provide values at all key points shown in the given shear-force and bending-moment diagrams. X (mm) B A = B = C = D = E= F= P = Q = E * KN * KN * KN × KN KN x KN ✩ kN.mm *kN.mm D 0.00 Reaction force R₁ (left) = In the shear-force and bending-moment diagrams given, +V 0.00 X (mm) 6.3 kN and reaction force R2 (right) = P 11.7 kN. Q 0.00
usics 1 (Engineering) / My courses / PHYS1100 / Quiz 1 for ALL sectiolMOBetma Fomrward 2020 with Confidence Find the cross product between the vectors C%A" for A" =(2i ~-5 j'+k") and C= (3i-2j-4k) of O a. (22i-5j+11k") tion O b. (22i+11 j+11k") O . (221+11 j-19k") O d. (-22i-11 j-11k) Next page page
Construct the shear-force and bending-moment diagrams and identify the largest negative bending moment. Assume a-3.9 ft, b =7.8 ft, c-3.9 ft. w-1100 lb/ft, and P-3200 lb. A Answer: Mmin a W B b P TTV C lb-ft D
Find the shear force and bending moment at points B and D. Note: B lies just to the right of the 150 lbf force and D is just to the right of the bearing at C. The bearing at A is a thrust bearing, while the bearing at C is a journal bearing. 150 lb A Answer: VB = -100 lbf MB = 750 lbf in VD = 75lbf Mp = -750 lbf in I 15 in. B 15 in. C. D 75 lb 10 in.
III. Using Three Moment Equation, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I = 1/12 bh^3 and E = 2.15x10^7 KPa 1381 KN/m 1381 KN/m 690.5 KN/m D B 4.0 m 3.0 m 7.0 m 4.0 m b = 0.25m h = 0.50m 4.0 m b = 0.35m h = 0.70m b = 0.45m h = 0.90m
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481 A Find the shear force and bending moment at points C and D. 300 lb/ft Answer: Vc = -2.11 kip Mc = -3.72 kip ft VD = 900 lbf Mp = -7.35 kip ft D 12 ft 15 ft C weights Lea... B D 3 ft 6 ft I Centroids -... 6000 lb-ft G4.4.1 Weight...

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3.37 kN 32.63 kN | 15 kN M 7 kN/m B |C D E 4 m 4 m 4 m 3 m 21 A, 4, A, A,-15 A,-15 O 23.3 kN-m O 26.1 kN-m O 19.7 kN-m